Overview
Engineering reference data for Pipe Length in fluid mechanics.
Key Formulas
Reynolds Number
Ratio of inertial to viscous forces — determines flow regime.
Bernoulli's Equation
Conservation of energy for steady, inviscid, incompressible flow.
Continuity Equation
Conservation of mass for incompressible flow.
Darcy-Weisbach
Pressure drop due to friction in a pipe.
Variables
| Symbol | Description | Unit |
|---|---|---|
| Reynolds number | — | |
| Fluid density | kg/m³ | |
| Flow velocity | m/s | |
| Characteristic dimension | m | |
| Dynamic viscosity | Pa·s | |
| Pressure | Pa | |
| Darcy friction factor | — |
Standard Pipe Length Types
Pipe lengths are specified in industry-standard categories:
- Single Random Length: Typically 18 - 25 feet for plain-end pipes, or 18 - 22 feet for threaded and coupled pipes.
- Double Random Lengths: Pipes manufactured to lengths between 38 - 40 feet.
- Longer than Double Random: Pipes with lengths exceeding 38 - 40 feet.
- Cut Lengths: Pipes cut to fixed lengths with a tolerance of ±1/8 inch. Some cut lengths are available up to approximately 80 feet.
Unit Conversion
The conversion factor between feet and meters is given by:
This formula is essential for converting pipe length measurements from imperial to metric units.